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RTI-USU DiscussionVirtual, June 3, 2015
Science to support water resource operations and management
Andy Wood and Martyn ClarkNCAR Research Applications LaboratoryHydrometeorological Applications Program
Key reports
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User needs provide agency motivation
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Other Categories
Streamflow Prediction System Elements
Candidate opportunities for forecast improvement
1) alternative hydrologic model(s), 2) new forcing data/methods (eg, QC) to drive hydrologic modeling3) new calibration tools to support hydrologic model implementation 4) Improved data assimilation to specify initial watershed conditions for
hydrologic forecasts5) new data and methods to predict future weather and climate 6,7) methods to post-process streamflow forecasts and reduce systematic errors8) benchmarking / hindcastsing / verification system / ensembles (not shown)
Watershed Modeling Dataset
• Goal: framework for calibrating and running watershed models CONUS-wide– including for short range and seasonal ensemble forecasting
• Basin Selection– Used GAGES-II, Hydro-climatic data network (HCDN)-2009
• Initial Data & Models, Calibration Approach– Forcing via Daymet (http://daymet.ornl.gov/)– NWS operational Snow-17 and Sacramento-soil moisture accounting model (Snow-17/SAC)– Shuffled complex evolution (SCE) global optimization routine
Andy Newman
Hydrologic modelingRevealing impacts of model choice
Propositions:1.Most hydrologic modelers share a common
understanding of how the dominant fluxes of water and energy affect the time evolution of thermodynamic and hydrologic states
▫ The collective understanding of the connectivity of state variables and fluxes allows us to formulate general conservation equations in different sub-domains
▫ The conservation equations are scale-invariant
2.Differences among models relate toa) the spatial discretization of the model domain;b) the approaches used to parameterize
individual fluxes (including model parameter values); and
c) the methods used to solve the governing model equations.
General schematic of the terrestrial water cycle, showing dominant fluxes of water and energy
Given these propositions, it is possible to develop a unifying model framework
For example, by defining a single set of conservation equations, with the capability to use different spatial discretizations (e.g., multi-scale grids, HRUs; connected or disconnected), different flux parameterizations and model parameters, and different time stepping schemes
Clark et al. (WRR 2011); Clark et al. (WRR 2015a; 2015b)
soil soil
aquiferaquifer
soilsoil
aquifer
soil
c) Column organization
a) GRUs b) HRUs
i) lump ii) grid
iii) polygon
The unified approach to hydrologic modeling (SUMMA)
Governing equations
Hydrology
Thermodynamics
Physical processes
XXX Model options
Evapo-transpiration
Infiltration
Surface runoff
SolverCanopy storage
Aquifer storage
Snow temperature
Snow Unloading
Canopy interception
Canopy evaporation
Water table (TOPMODEL)Xinanjiang (VIC)
Rooting profile
Green-AmptDarcy
Frozen ground
Richards’Gravity drainage
Multi-domain
Boussinesq
Conceptual aquifer
Instant outflow
Gravity drainage
Capacity limited
Wetted area
Soil water characteristics
Explicit overland flow
Atmospheric stability
Canopy radiation
Net energy fluxes
Beer’s Law
2-stream vis+nir
2-stream broadband
Kinematic
Liquid drainage
Linear above threshold
Soil Stress function Ball-Berry
Snow drifting
LouisObukhov
Melt drip
Linear reservoir
Topographic drift factors
Blowing snowmodel
Snowstorage
Soil water content
Canopy temperature
Soil temperature
Phase change
Horizontal redistribution
Water flow through snow
Canopy turbulence
Supercooled liquid water
K-theory
L-theory
Vertical redistribution
Martyn Clark
Pragmatic Model Architectures & Physicswhat are appropriate/tractable scales & complexity to capture variability?
Snow17-Sacramento
SUMMA-Sacramento
One Lump HRUs Elevation Bands
Crystal River
Diagnosis of Model States – eg, SWE
June 20th, 1983
Near start of rise to peak
• Snow17-HRU too much in lower elevations
• Snow17-lump too little in higher elevations
• SUMMA-band too little in higher elevations
• Snow17-band probably about right given flow performance
SUMMA
High Flow Year -- 1983
Snow17-lumpSnow17-hruSnow17-bandSUMMA-band
June 20
Clark & Slater, 2006 – JHM
1) Estimate probability of precipitation (POP), amount and error at each grid cell
2) Synthesize ensemblesfrom POP, amount & error
station observations
____generatespatial
correlation structure & uncertainty
Example: Precip over the Colorado Headwaters
DA Datasets -- Creating Met. Forcing Uncertainty
Andy Newman, NCAR
The interpolation of station obs to gridded fields can generate many equally valid realizations (analyses)
Most existing datasets just provide a single realization.
Example CONUS Precipitation & Temperature• ~12,000 stations used for analysis• target is 1/8o grid (~12 km), all CONUS land pixels• 100-member forcing ensemble
Example CONUS Precipitation April 2008 example
Estimating this uncertainty is valuable for:• More robust model calibration• Input to data assimilation techniques, which require specification of model
uncertainty
• Example Application• Snowmelt dominated basin in Colorado Rockies• Example water year daily temperature (a)• Snow water equivalent accumulation (b)
• Simple temperature index model (optimized for Daymet (green))
Ensemble Hydrometorology Dataset
operational example of automated DA
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Alternatives to manual spinup: ensemble initializations (particle filter)
system by Amy Sansone, Matt Wiley, 3TIERslide from DOH Mtg talk, 2012
Example: Flood forecasting• Opportunity: downscaled ensemble met forecasts enable estimation of
prediction uncertainty• Benefits: supports risk-based approaches for forecast use• Specs: use locally-weighted multi-variate regression to downscale GEFS
(reforecast) atmospheric predictors to watershed precipitation and temperature
Figures: Case study hindcast of 15-day ensemble forecast including 7 days of downscaled GEFS as met forecast(Snow17/SAC model)
Real-time demonstration and evaluation• In case study basins, demonstrate and evaluate experimental, automated
days-to-seasons flow forecasts using:• met and flow data quality control and various real-time forcing generation
approaches• ensemble meteorological forecasts and downscaling techniques• variations in model physics and architecture• automated, objective model calibration• data assimilation• flow forecast post-processing• hindcasting and verification
• Partner with USACE/Recl.
field office personnel for
evaluation and to guide
product development
• Bart Nijssen, U. Washington,
is a collaborator
Initial case study set for real-time prediction demo
• chosen for varying hydroclimates, being relatively unimpaired, and feeding reservoir inflows -- subset of nation-wide model dataset
http://www.ral.ucar.edu/staff/wood/case_studies/
Harnessing Seasonal Climate Forecasts
• Opportunity: seasonal climate forecasts can add information to seasonal streamflow predictions
• Benefits? increased skill benefits water supply forecasts and associated applications
• Specs: use ensemble trace-weighting approaches based on likelihood from regression of predictors
e.g., climate system variables or climate forecasts
Hydrologic Hindcasting• Objectives:
• Evaluate alternative process variations• Specify hindcast experiments to address specific questions• Inform future real-time system design
• Forecast Types• Flood:
• 5-10 year hindcast• daily updating• leads 1-7 days
• Seasonal:• 30+ year hindcast• weekly updating• lead time 1 year